CN208106044U - A kind of shaft tower inclination erection device - Google Patents
A kind of shaft tower inclination erection device Download PDFInfo
- Publication number
- CN208106044U CN208106044U CN201820380581.XU CN201820380581U CN208106044U CN 208106044 U CN208106044 U CN 208106044U CN 201820380581 U CN201820380581 U CN 201820380581U CN 208106044 U CN208106044 U CN 208106044U
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- CN
- China
- Prior art keywords
- shaft tower
- erection device
- main material
- backing plate
- support arm
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
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Abstract
The utility model discloses a kind of shaft towers to tilt erection device, including erection device and jacking apparatus, the erection device includes channel steel, backing plate, bracing wire, the channel steel is mounted on shaft tower bottom, backing plate is laid below channel steel, shaft tower is along the bracing wire for being equipped with antidumping before and after line direction, the jacking apparatus includes steel plate, hydraulic jack, the fixture that the support arm and fixed support arm for being used to support and moving shaft tower main material are connect with shaft tower main material, the steel plate is laid below backing plate, support arm one end connects hydraulic jack, the other end is clipped in the shaft tower main material for needing to construct by fixture.The utility model solves the problems, such as not being available the inclination righting of landform shaft tower in crane by the way of erection device and jacking apparatus.Erection device, which is laid with backing plate, improves device bearing capacity significantly, and the replacement shaft tower main material that jacking apparatus can be convenient is easy to operate, convenient and practical.
Description
Technical field
The utility model relates to field of power transmission, especially a kind of shaft tower tilts erection device.
Background technique
Important component of the shaft tower as transmission line of electricity, plays the effect that should not be underestimated.In the transmission of electricity of normal work
In route, the shaft tower of installing is due to the influence of many factors, inevitably tilt problem.Change tower project in some bars
In, new basis is excavated near former cement pole causes cement pole to sink, and jeopardizes the safety for being currently running transmission line of electricity.To cement
When double rod carries out bar and changes tower transformation, due to being limited or the limitation of tandem tower by place, so that newly-built steel tower must be built
In original position, traditional shaft tower righting measure mainly uses crane that shaft tower is sling to cement pole or shaft tower on top, makes lower part
Main material carries out righting or replacement main material construction in the case where not stressing, complicated for operation, some landform cranes can not construct, can not be right
Shaft tower carries out inclination righting.Currently existing scheme cement pole bearing capacity is smaller, replace main material when it is complicated for operation, be unable to satisfy operation
The demand of personnel.
Utility model content
To solve problem of the prior art, the purpose of this utility model is to provide a kind of shaft towers to tilt erection device, dress
It sets simply, a variety of landform is suitble to carry out righting to inclination shaft tower.
The utility model is that technical solution used by solving the problems, such as it is：
A kind of shaft tower inclination erection device, including erection device and jacking apparatus, the erection device include channel steel, pad
Plate, bracing wire, the channel steel are mounted on shaft tower bottom, and backing plate is laid below channel steel, and shaft tower inclines along before and after line direction equipped with anti-
The bracing wire covered, the jacking apparatus include steel plate, hydraulic jack, the support arm for being used to support and moving shaft tower main material and fixation
The fixture that support arm is connect with shaft tower main material, the steel plate are laid below backing plate, and support arm one end connects hydraulic jack, separately
One end is clipped in the shaft tower main material for needing to construct by fixture.
Preferably, it is additionally provided on the erection device for monitoring the inclined monitoring device of shaft tower.
Preferably, the channel steel model #14 is confined with shaft tower using anchor ear.
Preferably, the backing plate is the plank of 20mm thickness, 1500mm wide.
Preferably, the guy section product is 50mm2。
The utility model has the beneficial effects that：
By above scheme it is found that the utility model is by the way of erection device and jacking apparatus, solve crane without
The problem of method is using the inclination righting of landform shaft tower.Erection device, which is laid with backing plate, improves device bearing capacity significantly, jacking apparatus
The replacement shaft tower main material that can be convenient, it is easy to operate, it is convenient and practical.
Detailed description of the invention
Fig. 1 is the utility model of the whole structure diagram；
Fig. 2 is the utility model bottom plan view；
Fig. 3 is the utility model section figure.
Figure label is：1- channel steel, 2- backing plate, 3- bracing wire, 4- steel plate, 5- hydraulic jack, 6- support arm,
7- fixture, 8- monitoring device, 9- anchor ear.
Specific embodiment：
The utility model is described in further detail with example with reference to the accompanying drawing.
As shown in Figure 1, Figure 2, Figure 3 shows, a kind of shaft tower tilts erection device, including erection device and jacking apparatus, described to help
Equipment includes channel steel 1, backing plate 2, bracing wire 3, and the channel steel 1 is mounted on shaft tower bottom, and backing plate 2 is laid on 1 lower section of channel steel, shaft tower
Along the bracing wire 3 for being equipped with antidumping before and after line direction, the jacking apparatus includes steel plate 4, hydraulic jack 5, be used to support and
The fixture 7 that the support arm 6 of mobile shaft tower main material and fixed support arm 6 are connect with shaft tower main material, the steel plate 4 are laid on backing plate 2
Lower section, 6 one end of support arm connect hydraulic jack 5, and the other end is clipped in the shaft tower main material for needing to construct by fixture 7.
In the bottom of cement pole, the channel steel 1 of two #14 is installed, is fastened with former cement pole using anchor ear 9.Below channel steel 1
Backing plate 2 is laid, the loaded area of cement pole can be increased with this as backing plate 2 by thick, 1500mm wide plank using 20mm,
Implement to increase nearly 9 times than existing bearing capacity after the Scheme of Strengthening, as long as not occurring the foundation pit collapse of large area, can satisfy original
The safe operation of cement pole.In horizontal path direction, the resistance to capsizing of cement pole is reinforced many, in order to improve the cement of direct route
Bar antidumping, it is proposed that increase a 50mm before and after every cement pole is along line direction in work progress2Bracing wire 3.
Jacking apparatus is carried out centered on original base, and jacking apparatus and original basis fasten, and passes through dedicated jacking support arm 6
It is connected with shaft tower main material, the length of the adjustable elongation of support arm 6, to replace shaft tower main material.The jacking of steel tower replacement main material
Device, if it is the main material of replacement leg, it is necessary first to basal perimeter be reinforced by steel plate 4, then install hydraulic thousand
Jin top 5, support arm 6 and upper one end main material of leg are fastened by fixture 7.Then start hydraulic jack 5, make to need replacing
Leg main material is in the state that do not stress, and can carry out main material replacing.Finally to main material replacing after, remove hydraulic jack 5；
It is first that support arm 6 is fixed by fixture 7 in the upper and lower side main material for need replacing main material if it is main material in the middle part of replacement shaft tower,
Then start hydraulic jack 8, so that the main material needed replacing is in the state that do not stress, main material replacing can be carried out.
The monitoring device 8 that shaft tower gradient is installed on shaft tower goes control verticality by levelness.In shaft tower righting
Cheng Zhong, monitoring device 8 can be tilted the parameters such as the numerical value of reading, can be supervised in real time in work progress with the direction of automatic prompt righting
The gradient of measuring staff tower, going beyond the scope can sound an alarm.
Certainly, above embodiment is not unique restriction to the utility model, other equivalent technical solutions should also be as
Within the protection scope of the invention.
Claims (5)
1. a kind of shaft tower tilts erection device, it is characterised in that：Including erection device and jacking apparatus, the erection device includes
Channel steel (1), backing plate (2), bracing wire (3), the channel steel (1) are mounted on shaft tower bottom, and backing plate (2) is laid below channel steel (1), bar
Along the bracing wire (3) for being equipped with antidumping before and after line direction, the jacking apparatus includes steel plate (4), hydraulic jack (5), uses tower
In the fixture (7) that the support arm (6) and fixed support arm (6) of support and mobile shaft tower main material are connect with shaft tower main material, the steel
Plate (4) is laid below backing plate (2), and support arm (6) one end connects hydraulic jack (5), and the other end is clipped to by fixture (7) and needed
In the shaft tower main material to be constructed.
2. a kind of shaft tower according to claim 1 tilts erection device, it is characterised in that：It is additionally provided on the erection device
For monitoring the inclined monitoring device of shaft tower (8).
3. a kind of shaft tower according to claim 1 tilts erection device, it is characterised in that：Channel steel (1) the model #
14, confined with shaft tower using anchor ear (9).
4. a kind of shaft tower according to claim 1 tilts erection device, it is characterised in that：The backing plate (2) be 20mm it is thick,
The plank of 1500mm wide.
5. a kind of shaft tower according to claim 1 tilts erection device, it is characterised in that：Bracing wire (3) sectional area is
50mm2。
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201820380581.XU CN208106044U (en) | 2018-03-13 | 2018-03-13 | A kind of shaft tower inclination erection device |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201820380581.XU CN208106044U (en) | 2018-03-13 | 2018-03-13 | A kind of shaft tower inclination erection device |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN208106044U true CN208106044U (en) | 2018-11-16 |
Family
ID=64127670
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201820380581.XU Active CN208106044U (en) | 2018-03-13 | 2018-03-13 | A kind of shaft tower inclination erection device |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN208106044U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113846899A (en) * | 2021-10-22 | 2021-12-28 | 河北汇智电力工程设计有限公司 | Transmission line iron tower reinforcing and adjusting device |
-
2018
- 2018-03-13 CN CN201820380581.XU patent/CN208106044U/en active Active
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113846899A (en) * | 2021-10-22 | 2021-12-28 | 河北汇智电力工程设计有限公司 | Transmission line iron tower reinforcing and adjusting device |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| TR01 | Transfer of patent right | ||
| TR01 | Transfer of patent right |
Effective date of registration: 20200506 Address after: 529000 9th Floor, 63 Shengli Xincun, Jiangmen City, Guangdong Province Patentee after: JIANGMEN ELECTRIC POWER DESIGN INSTITUTE Ltd. Address before: 529300 one of three buildings, 46 buildings and two buildings of Shuguang Road 46, three port area, Kaiping, Jiangmen, Guangdong. Patentee before: KAIPING HANLIAN ELECTRIC POWER DESIGN Co.,Ltd. |